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Shaoming LIAO

Tongji University

1239 Siping Road

Shanghai, 200092

China

SCHOLARLY PAPERS

5

DOWNLOADS

192

TOTAL CITATIONS

1

Scholarly Papers (5)

1.

Investigation on Tunnel Face Failure Under Varying Seepage Conditions in Saturated Sand Using Coupled Cfd-Dem and Analytical Modelling

Number of pages: 43 Posted: 28 Sep 2024
Junzuo He, Shaoming LIAO, Chao Liu, Hai Liu, Jie Cui and Yingbin Liu
Guangzhou University, Tongji University, Guangzhou University, Guangzhou University, Guangzhou University and Tongji University
Downloads 45 (1,133,231)

Abstract:

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Tunnel face stability, tunnel face seepage, specific discharge, saturated sandy ground, CFD-DEM coupling, analytical model

2.

Physics-Guided Self-Adaptive Gradient Learning for Dynamic Suspension Force Prediction in Vertical Shaft Machine Operations

Number of pages: 48 Posted: 02 Dec 2025
Tongji University, Tongji University, Tongji University, affiliation not provided to SSRN, Tongji University and Nanyang Technological University
Downloads 43 (1,196,171)

Abstract:

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Self-adaptive gradient, Vertical shaft machine, Physics-informed machine learning, Dynamic prediction, VSM suspension force

3.

Multi-Scale Investigation on Soil Arching Effect of Tunnel Face in Unsaturated Sandy Ground

Number of pages: 41 Posted: 25 Sep 2024
Guangzhou University, Tongji University, Guangzhou University, Tongji University, affiliation not provided to SSRN, Guangzhou University and Guangzhou University
Downloads 38 (1,222,651)
Citation 1

Abstract:

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Face stability, Soil arching effect, Unsaturated sand, DEM modelling, model test

4.

Asymmetric Soil Arching Effect Under Abrupt Topographic Change in Elevation: Numerical and Analytical Analyses of Shield Tunnelling Across Two Orthogonal Steep Hillslopes

Number of pages: 37 Posted: 07 May 2025
Guangzhou University, Guangzhou University, Guangzhou University, Guangzhou University, Tongji University, Tongji University and affiliation not provided to SSRN
Downloads 33 (1,304,549)

Abstract:

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Shield tunnelling, Soil arching effect, Topographic change, Numerical modelling, Analytical method

5.

A Bending-Shear-Torsion Resistant Beam Foundation Model for Segmental Tunnels in Longitudinal Direction

Number of pages: 22 Posted: 10 Oct 2022
Yingbin Liu, Shaoming LIAO, Mengbo LIU and Lisheng CHEN
Tongji University, Tongji University, Tongji University and affiliation not provided to SSRN
Downloads 33 (1,290,922)

Abstract:

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Segmental lining structures, Torsional deformation, Soil-tunnel interaction, Longitudinal torsional stiffness, Bending-shearing-torsion mode